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    Critical Review of Test Methods for Mechanical Characterization of Steel for Structural-Fire Engineering Applications 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 011
    Author(s): Mohammed A. Morovat; Michael D. Engelhardt
    Publisher: ASCE
    Abstract: Knowledge of elevated-temperature mechanical properties of structural steel is essential for accurate evaluation of structural behavior in a fire. As a result, various test procedures have been adopted to obtain the ...
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    Experimental Investigation of a Large-Scale Composite Riser Tube Under External Pressure 

    Source: Journal of Pressure Vessel Technology:;2009:;volume( 131 ):;issue: 005:;page 51205
    Author(s): Guillermo Ramirez; Michael D. Engelhardt
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A collapse pressure test was conducted on a full-scale diameter prototype composite offshore drilling riser. The test specimen was a carbon fiber-epoxy filament-wound tube, approximately 56.4 cm ...
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    Net Section Efficiency of Steel Coupons with Power Actuated Fasteners 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 001
    Author(s): Hermann Beck; Michael D. Engelhardt
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation was conducted to determine the effect of power actuated fasteners (PAFs) on the net section fracture strength of steel tension members. An extensive series of steel coupons were tested under ...
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    Nonprismatic Beam Element for Beams with RBS Connections in Steel Moment Frames 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 002
    Author(s): Kee-Dong Kim; Michael D. Engelhardt
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the development of a nonprismatic beam element for modeling the elastic behavior of steel beams with reduced beam section (RBS) connections. The accuracy of this element is evaluated by comparisons with ...
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    Beam-Column Element for Nonlinear Seismic Analysis of Steel Frames 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 008
    Author(s): Kee Dong Kim; Michael D. Engelhardt
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a beam-column element intended to model steel members with flexural yielding, as well as members with yielding under combined flexure and axial force in frames subject to earthquake ground motions. The ...
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    Composite Beam Element for Nonlinear Seismic Analysis of Steel Frames 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author(s): Kee-Dong Kim; Michael D. Engelhardt
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the development of a composite beam element intended to model the inelastic behavior of beams with composite slabs in steel moment frames under earthquake loading. The element can be considered as a ...
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    Collapse Simulations of Steel-Concrete Composite Floors under Column Loss Scenarios 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 012
    Author(s): Michalis Hadjioannou; Eric B. Williamson; Michael D. Engelhardt
    Publisher: ASCE
    Abstract: Characterizing structural resiliency after severe damage to a few load-carrying members is challenging. Engineers use various computational approaches to assess the vulnerability of structures and to evaluate the parameters ...
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    On the Endurance Limit of Fiberglass Pipes Using Acoustic Emission 

    Source: Journal of Pressure Vessel Technology:;2006:;volume( 128 ):;issue: 003:;page 454
    Author(s): Guillermo Ramirez; Michael D. Engelhardt; Timothy J. Fowler
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper proposes a method for determining endurance limits to leakage for fiberglass pipes under internal pressure using acoustic emission signals and static pressure tests. Results are presented ...
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    Experimental Evaluation of Cyclically Loaded Reduced Beam Section Moment Connections 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 004
    Author(s): Scott L. Jones; Gary T. Fry; Michael D. Engelhardt
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes an experimental study on radius cut reduced beam section (RBS) moment connections for use in seismic resistant steel moment frames. The effects of panel zone strength, composite behavior with a concrete ...
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    Experimental Performance of Link-to-Column Connections in Eccentrically Braced Frames 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 008
    Author(s): Taichiro Okazaki; Michael D. Engelhardt; Masayoshi Nakashima; Keiichiro Suita
    Publisher: American Society of Civil Engineers
    Abstract: A total of 12 large-scale link-column specimens were tested to study the cyclic loading performance of link-to-column connections in eccentrically braced frames. Four different link-to-column connection types with varying ...
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